98 KIMBERLY CT - FOUNDATION REPAIR C Jai .� , CITY OF ATLANTIC BEACH
` 800 SEMINOLE ROAD
°' " ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
RESIDENTIAL ALT/OTHER
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 16-RAAR-587
Job Type: RESIDENTIAL ALTERATION
Description: FOUNDATION REPAIR
Estimated Value: $3,858.00
Issue Date: 3/16/2016
Expiration Date: 9/12/2016
PROPERTY ADDRESS:
Address: 98 KIMBERLY CT
RE Number: 169519-0800
PROPERTY OWNER:
Name: ALFARO, JAMES A & PHYLLIS A. *
Address: 98 KIMBERLY CT
GENERAL CONTRACTOR INFORMATION:
Name: ALPHA FOUNDATION SPECIALISTS
Address: 4778 - B WO B WOOLAND CIR QA MATTHEW STEPHEN
SHANLEY
Phone: - -
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $34.65
BUILDING PERMIT FEE $69.29
STATE DCA SURCHARGE $2.00
STATE DBPR SURCHARGE $2.00
Total Payments: $107.94
PERMI IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
.t��,�tri City of Atlantic Beach APPLICATION NUMBER
4,r - ; Building Department (To be assigned by the Building Department.)
r 800 Seminole Road i Building
il �a
j0 Atlantic Beach, Florida 32233-5445
Phone(904)247-5826 Fax(904)247 5845 >
A�`fj11 g? E-mail: building-dept @coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 9, /' , hift (17- rat review required Yf No
Applicant: 4/pi4 ktA0, . ( t79 cil A74 ,-)---) Planning &Zoning
Tree Administrator
Project: ii , A' A L L /i Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department I First Review: PCDproved. ❑Denied.
(Circle one.) Comments:
BUILDIN c
PLANNING &ZONING
Reviewed by: rrl Date: 1j I J 6
TREE ADMIN. Second Review: ❑Approved as revised. ❑De d.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
BUILDING PERMIT APPLICATION FILE COPY
CITY OF ATLANTIC BEACH
800 Seminole Road,Atlantic Beach,FL 32233
Office(904)247-5826 Fax(904)247-5845 -7
Job Address: ALFARO JAMES A 9U 8��1 r/y ' Permit Number: l b-/�/>l9l� -s /
Legal Description 46-94 09-2S-29E TIFFANY BY THE SEA I OT I R Parcel# 1D15 941Rfhl_
Floor Area of Sq.Ft. Sq.Ft
Valuation of Work$se0%-S1 Proposed Work heated/cooled 3074 non-heated/cooled_ 3515
Class of Work(circle one): New Addition Alteration Alteration 42111, Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial ' sidenti.
If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval form
Describe in detail the type of work to be performed: k rfAkkt iO1\ C )Q,t r
Property Owner Information;
Name: ALFARO JAMES A Address: 98 KIMBERLY CT
City Atlantic Rearh State dip 32223 Phone 904-434-7878
E-Mail or Fax#(Optional) n
Contractor Information,E� it ,f-p 'r $r — AaV1d�cky r,o�rotxndertions.CAm
Company Name: Alpha Foundation Specialists Qualifying Agent: Mathew Shanley
Address: PO Rix 11469 City Tallahassee State FL Zip 32317
Office Phone gno.7ld-3020 Job Site/Contact Number 904-588-2781 Fax# un_671.1311 _
State Certification/Registration# CBC1257350
Architect Name&Phone#
Engineer's Name&Phone# - •..a '•. - • a . _ • -66.41. At _■ . .. — `. . •
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes
null and void if work is not commenced within six(6)months,or if construction or work is.suspended or abandoned for a period of six(6)months at any time
after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,
Heaters,Tanks and Air Conditioners,etc.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereby certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governin this
type of work will he complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the
provisions of any other federal,state,or local law regulating construction or the performance of construction. 1/41?0,
Signature of Owner AV!kr IL
Signature of Contractor
�i Print Name ...!'�.t �.�c---•.--- Print Name C►� Ml ch QY�i3 _------
Swo o and subsc ibed be ore me ° C
S Sworn to and subscribed bore me �F �A �, ti �m
I this�Day of CiNare 1 .20 t l R this '1 Day of CY-CX 1 .20 1 ^ m o T.,o z o
No ary Pu lic%/ N Pu( is J fr�p(1Q�Il� 6410 1 2
JOYCE CONWAY f
p °c Revised 01.26.10 ''
�,4t c MY COMMISSION#FF921647
° ..? EXPIRES:SEP 24,2019
`O T ." Bonded through 1st State Insurai
Doc # 2016054355, OR BK 17487 Page 1734, Number Pages: 1, Recorded
03/10/2016 at 10:26 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10.00
Pern-?,
I # /6- gdPQ - SE7
FILE COPY
NOTICE OF COMMENCEMENT
. I
State of Florida Tax Folio No. 1 tog ro`q`Di3OO
I County of Duval i
To Whom It May Concerin:
The undersigned hereby nforms you that improvements will be made to certain real property,and in accordance with Section 713 of
1 the Florida Statutes,the"flowing information is stated in this NOTICE OF COMMENCEMENT.
} Legal Description of property being improved: a6,94 O9.2S.29E TIFFANY BY THE SEA LOT 18
{ I i
! Address of property being improved: 98 KIMBERLY CT Atlantic Beach FL 32233
General description of improvements: Fct'ndatinv rterlir
i
i X
Owner: ALFARO JAMES A Address: 98 KIMBERLY CT Atlantic Beach FL 32233
■
Owner's interest in site of the improvement:
Fee Simple Titleholder(if other than owner):
Name:
`) Co tractor: Alpha Founjiatjon Specialists
\,.,•.V► Address: Pn Rim 14369 Tallehascre Ft. 12317
Telephone No.: I g00.714-3020 Fax No: 860-671-1313
Surety(if any)
Address: 1 Amount of Bond$ t
Telephone No: Fax Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: I Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be
served: Name:
■
Address:
Telephone No: f Fax No: "'
In addition to himself, ov ner designates the following copy provided `.
gn g person to receive a co of the Lienor's Notice as rovided in Section
713.06(2Xb),Florida Statues. (Fill in at Owner's option) e-
Name: i ;
Address: f v
Telephone No: ■ Fax No: =`„
Expiration date of Notice of Commencement(the expiration date is one 1 b
p � ( P Oyear from the date of recording unless a different date is
specified): i ; ,
Vil
THIS SPACE FOR RECORDER'S USE ONLY OWNER 0, P
Signed: /`1 / _/.. Date: ?� t I ,;
Before me this ((,.�,as day.7 a II,X'a nlreT.1.,'n the Co t�of Duval,State r(
Of Florida,has. ' ally appeared rat • is ` .�. WI .,
Notary Public at ,. State o Florida,Co n�ty of Duval.
:l
My commission ex res: o
- �4-L O(q •
Personally Known: s� �� or '
Produced Identification: ,_,
`�� „{Yr JOYCE CONWAY
P
MY COMMISSION#FF921647
l l7tPIRES:SEP 24,2019
Banded through 1st State Insurance
.}
green GBuilding ®esign
Engineering I Project Management Inspections
(904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville, FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Donald A. Boggs, PE
Florida PE 31054
don @greenbuildingdesign.com
Foundation Stabilization
98 Kimberly Court
Atlantic Beach, FL 32233
March 8, 2016
Mr. David Cleveland
Alpha Foundation Specialists, Inc.
4778-B Woodlane Circle
Tallahassee, FL 32303
Dear Mr. Cleveland:
I have reviewed the settlement issue at 98 Kimberly Court, Atlantic Beach, FL 32233 and have
the following comments:
1. The structure of the above mentioned property is concrete block covered with stucco
which is typical of the type of construction in this area.
2. There are cracks along the outside porch on the northeast side of the structure caused by
foundation settlement.
3. There was no evidence of soil erosion due to water.
4. Inadequate soil compaction during construction is the likely cause.
5. Soil borings were not taken.
6. It is likely that differential settlement will continue to occur unless the foundation is
stabilized.
7. To stabilize the north east corner of the porch, we recommend installing 3 three inch
helical piles — one at the corner, one along the north side and one along the east side at
least 14 feet long using standard brackets spaced a maximum of seven feet apart. See
attached sketch.
If you need additional information or have any questions, please call.
FILE COPY Respec lly, ' j")
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH ►o 'F'd A. Boggs, PE
SEE PERMITS FOR ADDMONAL FL PE 31054
REQUIREMENTS AND CONDITIONS
REVIEWED BY: / ,DATE: 3, , 71��
green 6Buildin9 6-Design
Engineering Project Management I Inspections
0 (904)900-5856
1301 Riverplace Boulevard Suite 800
Jacksonville,FL 32207
www.greenbuildingdesign.com
Certificate of Authorization Number 28891
Donald A. Boggs, PE
Florida PE 31054
don@greenbuildingdesign.com
Foundation Stabilization
98 Kimberly Court
Atlantic Beach, FL 32233
March 8, 2016
I
Garage
I.,
O 3" Helical Piles x 14 foot long(3 Required)
Spaced a maximum of 7'-0" o.c.
Spacing is approximate and based on site conditions
1 (A/\,{1
L 1
NOTES:
1. MINIMUM MATERIAL REQUIREMENTS:
SHAFTS-Fy=60 ksi, Fu=70 ksi
COUPLERS-Fy=70 ksi,Fu=80 ksi
HELIX PLATES-ASTM A572 Gr.50
SHAFT COUPLING HARDWARE-(2)-0%"
GRADE 8 BOLTS WITH NUTS
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1
LATEST ISSUE WITH E70-XX MIN ELECTRODE.1
0100' 02.875 O.D.x 0.203 WALL 3. HELIX PLATES HAVE A NOMINAL 3"PITCH WITH
BLANK EXTENSIONS LEADING AND TRAILING EDGES BEING NO MORE THAN 314""
(NO HELIX PLATES) OUT OF PARALLEL.
ET J EXTENSION LENGHTS 4. LEADS AND EXTENSIONS ARE AVAILABLE AS EITHER
< m PART NO. SHAFT OVERALL PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE
m
Q � HP2S7E2 18.00 23.00 WITH ASTM A123. A"-G" IS ADDED TO THE END OF THE
~ w HP287E3 30.00 35.00
w PART NUMBER TO DESIGNATE PART AS HOT-DIP
w cn HP287E4 42.00 47.00 GALVANIZED.
I
= HP287E5 54.00 59.00
F- 0 HP287E7 78.00 83.00 5, SHAFT COUPLING HARDWARE IS PROVIDED AS
I6 w HP287E0 114.00 119.00 ELECTROZINC PLATED IN ACCORDANCE WITH ASTM B633.
-J J
-� < 6. THE SAME HELIX PLATE CONFIGURATION WITH
w w i LONGER OR SHORTER SHAFT LENGTHS MAY BE
POSSIBLE WITH OTHER COMMONLY STOCKED OR
O I COUPLER
CUSTOM FABRICATED PARTS BASED ON THE PROJECT
SPECIFIC REQUIREMENTS.
p l 7. SOME HELIX PLATE CONFIGURATIONS REQUIRE THE
p
l I USE OF CUSTOM FABRICATED PARTS IN ORDER TO
ACHIEVE THE REQUIRED GEOMETRY INCLUDING THE
CUSTOM SPACING OF THE HELIX PLATES.THESE
TYPICALLYY DO NOT REQU RE MORE H NA F W EXTRA
DAYS OF LEAD TIME.
02.875 O.D. x 0.203 WALL 8. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL
o LEAD SECTION DESCRIPTION FOR THE PRODUCTS SHOWN FOR
o (HP287L7H02-3850) SUBMITTAL PURPOSES.MORE DETAILED
MANUFACTURING DRAWINGS ARE AVAILABLE UPON
z REQUEST.
(9 I-
z
w
-J
cc
03.50 O.D.x 0.
-J .--- r WALL x 6.00 LONG
J wt 1
Q - 2x 00.84THRU� r 2.00 0
0 0.38 x 012.00
HELIX PLATE i
o 1,50
O• f 0�
4
o 2x0"BOLTS
o r
FILE /�� ' 2.00-} WITH NUTS
(HWSS&
25
• 1.50- __An_ &HWSJ5N-Z-07 5)
2x00.84THRU
1 0.38x010.00
4.00 J HELIX PLATE ASSEMBLY DETAIL COUPLEF)
45° MITER
Document#: Date: 4/24115 F o u N o A. T o n+ All dimensions are in
AR-H PLE-287-02 SUPPORT WORKS' increhfeesreannoed
only. r
Title:
Assembly - HP287 Lead and Extensions 12330 Cary Circle,Omaha, NE 68128 Scale: NON
Revision: U Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING
FOUNDATION SUPPORTWORKS 13.INC.
NOTES:
1. MINIMUM MATERIAL REQUIREMENTS: CAP PLATE----\\(HP288C) �
BRACKET WELDMENT-ASTM A36 AND EXISTING
INTEGRATED EXTERNAL SLEEVE - BRACKET HARDWARE II STRUCTURE
Fy=50 ksi, Fu=62 ksi SEE NOTES
CAP PLATE-ASTM A572 GRADE 50 BRACKET
BRACKET HARDWARE- ( ACKET
(2)-WA"x 16"LONG GRADE B7-Fu=125 ksi
ALL-THREAD ROD WITH NUTS TEMPORARY
(HWTR-S210-Z-075-16&HWH8N-Z-075) r EXCAVATION
OPTIONAL BRACKET HARDWARE-
(2)-o3/4"x 16" LONG AISI 1045-Fu= 120 ksi
CONTOUR(COIL)THREAD ROD WITH NUTS
(HWCR-S250-Z-075-16&HWCN-Z-075)
2.0°
2. ALL WELDING TO BE IN ACCORDANCE WITH AWS D1.1 INTEGRATED Q
LATEST ISSUE WITH E70-XX MIN ELECTRODE. EXTERNAL 0
SLEEVE H
3. BRACKETS AND CAP PLATES ARE AVAILABLE AS EITHER w
PLAIN STEEL OR HOT-DIP GALVANIZED IN ACCORDANCE
WITH ASTM A123.A"-G"IS ADDED TO THE END OF THE HP288 OR HP287
PART NUMBER TO DESIGNATE PART AS HOT-DIP PIER SHAFT
GALVANIZED. 0
4. BRACKET HARDWARE IS PROVIDED AS ELECTROZINC COUPLER 0
PLATED IN ACCORDANCE WITH ASTM B633.
5. THIS DOCUMENT IS MEANT TO SERVE AS A GENERAL PROJECT DETAIL
DESCRIPTION FOR THE PRODUCTS SHOWN FOR
SUBMITTAL PURPOSES. MORE DETAILED MANUFACTURING
DRAWINGS ARE AVAILABLE UPON REQUEST.
'6.75--1
iii mu Jr
_
I r a' Ti o ' r8.0o-i o csi
II --
T_
co
co
co, cc,
10.50
IM III
BRACKET DETAIL RE CC
Document#: Date: 4/24/15 - FOUNDATION - All dimensions are in
AR-HPBR-288-B2 SUPPORT WORKS' Inrce hfeesr enceonly.r
Title:
Assembly - 02-7/8" Helical Pier Bracket 12330 Cary Circle, Omaha, NE 68128 Scale: 1:10
Revision: U Sheet: 1 of 1 Phone: 800-281-8545 DO NOT SCALE DRAWING
C FOUNDATION SUPPORTWORKS 1,.INC.